Set-delayed cement compositions comprising pumice and associated methods

ABSTRACT

Disclosed herein is a method of cementing a surface with a set-delayed cement composition. The method comprises providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder. The method further comprises placing the set-delayed cement composition into or onto a surface to be cemented and allowing the set-delayed cement composition to set in the surface.

CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a continuation-in-part of U.S. patent application Ser. No. 14/478,869, entitled “Set-Delayed Cement Compositions Comprising Pumice and Associated Methods,” filed on Sep. 5, 2014 and now U.S. Pat. No. 9,260,343, which is a continuation of U.S. patent application Ser. No. 13/417,001, entitled “Set-Delayed Cement Compositions Comprising Pumice and Associated Methods,” filed on Mar. 9, 2012 and now U.S. Pat. No. 8,851,173, the entire disclosures of which are incorporated herein by reference.

BACKGROUND

Examples relate to cementing operations and, in certain examples, to set-delayed cement compositions and methods of using set-delayed cement compositions in surface operations.

Cement compositions may be used in a variety of surface operations. For example, in roadway repair, a cement handling system may pump cement into a pothole or other such fissure in a road. Similarly, cement may be used to repair other surface structures such as patios, sidewalks, fountains, etc. In waste solidification applications, cement may be added to waste to bind and solidify the waste, making it less dangerous and easier to handle. In soil stabilization applications, cement may be mixed with soil to stabilize the soil, which may increase its strength and bearing capacity. In a similar manner, cement may also be used to stabilize the foundation of a structure.

A broad variety of cement compositions have been used in surface cementing operations. In some instances, set-delayed cement compositions have been used. Set-delayed cement compositions are characterized by being capable of remaining in a pumpable fluid state for at least about one day (e.g., at least about 7 days, about 2 weeks, about 2 years or more) at room temperature (e.g., about 80° F.). When desired for use, the set-delayed cement compositions should be capable of being activated whereby reasonable compressive strengths are developed. For example, a cement set activator may be added to a set-delayed cement composition whereby the composition sets into a hardened mass. Among other things, the set-delayed cement composition may be suitable for use in surface applications, for example, where it is desired to prepare the cement composition in advance. This may allow, for example, the cement composition to be stored prior to its use. In addition, this may allow, for example, the cement composition to be prepared at a convenient location and then transported to the job site. Accordingly, capital expenditures may be reduced due to a reduction in the need for on-site bulk storage and mixing equipment. This may be particularly useful for applications where space and equipment may be limited.

While set-delayed cement compositions have been developed heretofore, challenges exist with their successful use in surface cementing operations. For example, set-delayed cement compositions prepared with Portland cement may have undesired gelation issues which can limit their use and effectiveness in cementing operations. Other set-delayed compositions that have been developed, for example, those comprising hydrated lime and quartz, may be effective in some operations but may have limited use at lower temperatures as they may not develop sufficient compressive strength when used in applications where low temperature may be an issue.

BRIEF DESCRIPTION OF THE DRAWINGS

These drawings illustrate certain aspects of some of the embodiments of the present method, and should not be used to limit or define the method.

FIG. 1 illustrates a system for the preparation of a set-delayed cement composition and subsequent delivery of the composition to a cementing application site.

FIG. 2 illustrates the use of the set-delayed cement composition in a distant cementing application with an obstruction.

FIG. 3 illustrates a marine construction application, wherein a set-delayed cement composition may be pumped through conduit to secure in place a beam to be used in the extension of pier.

FIG. 4 illustrates the use of a set-delayed cement composition for roadway repair.

FIG. 5 illustrates the use of a set-delayed cement composition in a retail consumer context.

DETAILED DESCRIPTION

Examples relate to cementing operations and, in certain examples, to set-delayed cement compositions and methods of using set-delayed cement compositions in surface operations. In particular examples, the set-delayed cement compositions may be used to repair roadways, sidewalks, patios, etc. In further examples, the set-delayed cement compositions may be used for marine construction, surface sealing of wells or holes, or cement operations necessitating long distance pumping. Additional examples may comprise using the set-delayed cement compositions in soil stabilization, waste stabilization, or foundation stabilization.

The set-delayed cement compositions may generally comprise water, pumice, hydrated lime, and a set retarder. Optionally, the set-delayed cement compositions may further comprise a dispersant and/or a cement set activator. The set-delayed cement compositions may be foamed. Advantageously, the set-delayed cement compositions may be capable of remaining in a pumpable fluid state for an extended period of time. For example, the set-delayed cement compositions may remain in a pumpable fluid state for at least about 1 day, about 2 weeks, about 2 years, or longer. Advantageously, the set-delayed cement compositions may develop reasonable compressive strengths after activation at relatively low temperatures. While the set-delayed cement compositions may be suitable for a number of cementing operations, they may be particularly suitable for use in applications in which alkali silicate reactions occur. Alkali silicate reactions may crack or deform concrete. The set-delayed cement compositions described herein may prevent alkali silicate reactions from occurring, thus mitigating cracks and deformations in any concrete in which the set-delayed cement composition is used.

The water may be from any source provided that it does not contain an excess of compounds that may undesirably affect other components in the set-delayed cement compositions. For example, a set-delayed cement composition may comprise fresh water or salt water. Salt water generally may include one or more dissolved salts therein and may be saturated or unsaturated as desired for a particular application. Seawater or brines may be suitable for use in embodiments. Further, the water may be present in an amount sufficient to form a pumpable slurry. In certain examples, the water may be present in the set-delayed cement composition in an amount in the range of from about 33% to about 200% by weight of the pumice. In certain examples, the water may be present in the set-delayed cement compositions in an amount in the range of from about 35% to about 70% by weight of the pumice. One of ordinary skill in the art with the benefit of this disclosure will recognize the appropriate amount of water for a chosen application.

Pumice may be present in the set-delayed cement compositions. Generally, pumice is a volcanic rock that can exhibit cementitious properties in that it may set and harden in the presence of hydrated lime and water. The pumice may also be ground. Generally, the pumice may have any particle size distribution as desired for a particular application. In certain examples, the pumice may have a mean particle size in a range of from about 1 micron to about 200 microns. The mean particle size corresponds to d50 values as measured by particle size analyzers such as those manufactured by Malvern Instruments, Worcestershire, United Kingdom. In specific examples, the pumice may have a mean particle size in a range of from about 1 micron to about 200 microns, from about 5 microns to about 100 microns, or from about 10 microns to about 50 microns. In one particular example, the pumice may have a mean particle size of less than about 15 microns. An example of a suitable pumice is available from Hess Pumice Products, Inc., Malad, Id., as DS-325 lightweight aggregate, having a particle size of less than about 15 microns. It should be appreciated that particle sizes too small may have mixability problems while particle sizes too large may not be effectively suspended in the compositions. One of ordinary skill in the art, with the benefit of this disclosure, should be able to select a particle size for the pumice suitable for a chosen application.

Hydrated lime may be present in the set-delayed cement compositions. As used herein, the term “hydrated lime” will be understood to mean calcium hydroxide. In some embodiments, the hydrated lime may be provided as quicklime (calcium oxide) which hydrates when mixed with water to form the hydrated lime. The hydrated lime may be included in the set-delayed cement compositions, for example, to form a hydraulic composition with the pumice. The hydrated lime may be included in a pumice-to-hydrated-lime weight ratio of about 10:1 to about 1:1 or 3:1 to about 5:1. Where present, the hydrated lime may be included in the set-delayed cement compositions in an amount in the range of from about 10% to about 100% by weight of the pumice. In some examples, the hydrated lime may be present in an amount ranging between any of and/or including any of about 10%, about 20%, about 40%, about 60%, about 80%, or about 100% by weight of the pumice. In some examples, the cementitious components present in the set-delayed cement composition may consist essentially of the pumice and the hydrated lime. For example, the cementitious components may primarily comprise the pumice and the hydrated lime without any additional components (e.g., Portland cement, fly ash, slag cement) that hydraulically set in the presence of water. One of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate amount of the hydrated lime to include for a chosen application.

A set retarder maybe present in the set-delayed cement compositions. A broad variety of set retarders may be suitable for use in the set-delayed cement compositions. For example, the set retarder may comprise phosphonic acids, such as ethylenediamine tetra(methylene phosphonic acid), diethylenetriamine penta(methylene phosphonic acid), etc.; lignosulfonates, such as sodium lignosulfonate, calcium lignosulfonate, etc.; salts such as stannous sulfate, lead acetate, monobasic calcium phosphate, organic acids, such as citric acid, tartaric acid, etc.; cellulose derivatives such as hydroxyl ethyl cellulose (HEC) and carboxymethyl hydroxyethyl cellulose (CMHEC); synthetic co- or ter-polymers comprising sulfonate and carboxylic acid groups such as sulfonate-functionalized acrylamide-acrylic acid co-polymers; borate compounds such as alkali borates, sodium metaborate, sodium tetraborate, potassium pentaborate; derivatives thereof, or mixtures thereof. Examples of suitable set retarders include, among others, phosphonic acid derivatives. One example of a suitable set retarder is Micro Matrix® cement retarder, available from Halliburton Energy Services, Inc. Generally, the set retarder may be present in the set-delayed cement compositions in an amount sufficient to delay the setting for a desired time. In some examples, the set retarder may be present in the set-delayed cement compositions in an amount in the range of from about 0.01% to about 10% by weight of the pumice. In specific examples, the set retarder may be present in an amount ranging between any of and/or including any of about 0.01%, about 0.1%, about 1%, about 2%, about 4%, about 6%, about 8%, or about 10% by weight of the pumice. One of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate amount of the set retarder to include for a chosen application.

As previously mentioned, examples of the set-delayed cement compositions may optionally comprise a dispersant. Examples of suitable dispersants include, without limitation, sulfonated-formaldehyde-based dispersants (e.g., sulfonated acetone formaldehyde condensate), examples of which may include Daxad® 19 dispersant available from Geo Specialty Chemicals, Ambler, Pa. Other suitable dispersants may be polycarboxylated ether dispersants such as Liquiment® 5581F and Liquiment® 514L dispersants available from BASF Corporation Houston, Tex.; or Ethacryl™ G dispersant available from Coatex, Genay, France. An additional example of a suitable commercially available dispersant is CFR™-3 dispersant, available from Halliburton Energy Services, Inc., Houston, Tex. The Liquiment® 514L dispersant may comprise 36% by weight of the polycarboxylated ether in water. While a variety of dispersants may be used, polycarboxylated ether dispersants may be particularly suitable for use. Without being limited by theory, it is believed that polycarboxylated ether dispersants may synergistically interact with other components of the set-delayed cement composition. For example, it is believed that the polycarboxylated ether dispersants may react with certain set retarders (e.g., phosphonic acid derivatives) resulting in formation of a gel that suspends the pumice and hydrated lime in the composition for an extended period of time.

The dispersant may be included in the set-delayed cement compositions in an amount in the range of from about 0.01% to about 5% by weight of the pumice. In specific examples, the dispersant may be present in an amount ranging between any of and/or including any of about 0.01%, about 0.1%, about 0.5%, about 1%, about 2%, about 3%, about 4%, or about 5% by weight of the pumice. One of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate amount of the dispersant to include for a chosen application.

When desired for use, the set-delayed cement compositions may be activated (e.g., by combination with an activator) to set into a hardened mass. The term “cement set activator” or “activator”, as used herein, refers to an additive that activates a set-delayed or heavily retarded cement composition and may also accelerate the setting of the set-delayed, heavily retarded, or other cement composition. By way of example, the set-delayed cement compositions may be activated to form a hardened mass in a time period in the range of from about 10 seconds to about 2 hours. For example, embodiments of the set-delayed cement compositions may set to form a hardened mass in a time period ranging between any of and/or including any of about 10 seconds, about 30 seconds, about 1 minute, about 10 minutes, about 30 minutes, about 1 hour, or about 2 hours.

One or more cement set activators may be added to the set-delayed cement compositions. Examples of suitable cement set activators include, but are not limited to: zeolites, amines such as triethanolamine, diethanolamine; silicates such as sodium silicate; zinc formate; calcium acetate; Groups IA and IIA hydroxides such as sodium hydroxide, magnesium hydroxide, and calcium hydroxide; monovalent salts such as sodium chloride; divalent salts such as calcium chloride; nanosilica (i.e., silica having a particle size of less than or equal to about 100 nanometers); polyphosphates; and combinations thereof. In some embodiments, a combination of the polyphosphate and a monovalent salt may be used for activation. The monovalent salt may be any salt that dissociates to form a monovalent cation, such as sodium and potassium salts. Specific examples of suitable monovalent salts include potassium sulfate, and sodium sulfate. A variety of different polyphosphates may be used in combination with the monovalent salt for activation of the set-delayed cement compositions, including polymeric metaphosphate salts, phosphate salts, and combinations thereof. Specific examples of polymeric metaphosphate salts that may be used include sodium hexametaphosphate, sodium trimetaphosphate, sodium tetrametaphosphate, sodium pentametaphosphate, sodium heptametaphosphate, sodium octametaphosphate, and combinations thereof. A specific example of a suitable cement set activator comprises a combination of sodium sulfate and sodium hexametaphosphate. In a specific example, the activator may be provided and added to the set-delayed cement composition as a liquid additive, for example, a liquid additive comprising a monovalent salt, a polyphosphate, and optionally a dispersant.

Some embodiments may include a cement set activator comprising nanosilica. As used herein, the term “nanosilica” refers to silica having a particle size of less than or equal to about 100 nanometers (“nm”). The size of the nanosilica may be measured using any suitable technique. It should be understood that the measured size of the nanosilica may vary based on measurement technique, sample preparation, and sample conditions such as temperature, concentration, etc. One technique for measuring the particle size of the nanosilica is Transmission Electron Microscopy (TEM). An example of a commercially available product based on laser diffraction is the ZETASIZER Nano ZS particle size analyzer supplied by Malvern Instruments, Worcerstershire, UK. In some examples, the nanosilica may comprise colloidal nanosilica. The nanosilica may be stabilized using any suitable technique. In some examples, the nanosilica may be stabilized with a metal oxide, such as lithium oxide, sodium oxide, potassium oxide, and/or a combination thereof. Additionally the nanosilica may be stabilized with an amine and/or a metal oxide as mentioned above. Without limitation by theory, it is believed that the nanosilicas have an additional advantage in that they have been known to fill in pore space in cements which can result in superior mechanical properties in the cement after it has set.

Some examples may include a cement set activator comprising a combination of a monovalent salt and a polyphosphate. The monovalent salt and the polyphosphate may be combined prior to addition to the set-delayed cement composition or may be separately added to the set-delayed cement composition. The monovalent salt may be any salt that dissociates to form a monovalent cation, such as sodium and potassium salts. Specific examples of suitable monovalent salts include potassium sulfate and sodium sulfate. A variety of different polyphosphates may be used in combination with the monovalent salt for activation of the set-delayed cement compositions, including polymeric metaphosphate salts, phosphate salts, and combinations thereof, for example. Specific examples of polymeric metaphosphate salts that may be used include sodium hexametaphosphate, sodium trimetaphosphate, sodium tetrametaphosphate, sodium pentametaphosphate, sodium heptametaphosphate, sodium octametaphosphate, and combinations thereof. A specific example of a suitable cement set activator comprises a combination of sodium sulfate and sodium hexametaphosphate. Interestingly, sodium hexametaphosphate is also known in the art to be a strong retarder of Portland cements. Because of the unique chemistry of polyphosphates, polyphosphates may be used as a cement set activator for the set-delayed cement compositions disclosed herein. The ratio of the monovalent salt to the polyphosphate may range, for example, from about 5:1 to about 1:25 or from about 1:1 to about 1:10. In some examples the cement set activator may comprise the monovalent salt and the polyphosphate salt in a ratio (monovalent salt to polyphosphate) ranging between any of and/or including any of about 5:1, 2:1, about 1:1, about 1:2, about 1:5, about 1:10, about 1:20, or about 1:25.

In some examples, the combination of the monovalent salt and the polyphosphate may be mixed with a dispersant and water to form a liquid additive for activation of a set-delayed cement composition. Examples of suitable dispersants include, without limitation, the previously described dispersants, such as sulfonated-formaldehyde-based dispersants and polycarboxylated ether dispersants. One example of a suitable sulfonated-formaldehyde-based dispersant is a sulfonated acetone formaldehyde condensate, available from Halliburton Energy Services, Inc., as CFR-3™ dispersant. One example of a suitable polycarboxylated ether dispersant is Liquiment® 514L or 5581F dispersants, available from BASF Corporation, Houston, Tex.

The cement set activator may be added to the set-delayed cement composition in an amount sufficient to induce the set-delayed cement composition to set into a hardened mass. For example, the cement set activator may be added to the set-delayed cement composition in an amount in the range of about 0.1% to about 20% by weight of the pumice. In specific examples, the cement set activator may be present in an amount ranging between any of and/or including any of about 0.1%, about 1%, about 5%, about 10%, about 15%, or about 20% by weight of the pumice. One of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate amount of cement set activator to include for a chosen application.

Other additives suitable for use in subterranean cementing operations also may be included in examples of the set-delayed cement compositions. Examples of such additives include, but are not limited to: weighting agents, lightweight additives, mechanical-property-enhancing additives, fluid-loss-control additives, defoaming agents, foaming agents, and combinations thereof. One or more of these additives may be added to the set-delayed cement compositions after storing but prior to the placement of a set-delayed cement composition into a subterranean formation. A person having ordinary skill in the art, with the benefit of this disclosure, should readily be able to determine the type and amount of additive useful for a particular application and desired result.

Weighting agents may be included in the set-delayed cement compositions. Weighting agents are typically materials that weigh more than water and may be used to increase the density of the set-delayed cement compositions. By way of example, weighting agents may have a specific gravity of about 2 or higher (e.g., about 2, about 4, etc.). Examples of weighting agents that may be used include, but are not limited to, hematite, hausmannite, barite, and combinations thereof. Specific examples of suitable weighting agents include HI-DENSE® weighting agent, available from Halliburton Energy Services, Inc.

Lightweight additives may be included in the set-delayed cement compositions, for example, to decrease the density of the set-delayed cement compositions. Examples of suitable lightweight additives include, but are not limited to, bentonite, coal, diatomaceous earth, expanded perlite, fly ash, gilsonite, hollow microspheres, low-density elastic beads, nitrogen, pozzolan-bentonite, sodium silicate, combinations thereof, or other lightweight additives known in the art. The resin compositions may generally have lower base densities than the set-delayed cement compositions, thus hollow glass beads and/or foam may be suitable lightweight additives for the set-delayed cement compositions, dependent upon the base densities of the set-delayed cement compositions.

Optionally, cement foaming additives may be included in the set-delayed cement compositions, for example, to facilitate foaming and/or stabilize the resultant foam formed therewith. The foaming additive may include a surfactant or combination of surfactants that reduce the surface tension of the water. As will be appreciated by those of ordinary skill in the art, the foaming additives may be used in conjunction with a gas to produce a foamed set-delayed cement compositions. By way of example, the foaming agent may comprise an anionic, nonionic, amphoteric (including zwitterionic surfactants), cationic surfactant, or mixtures thereof. Examples of suitable foaming additives include, but are not limited to: betaines; anionic surfactants such as hydrolyzed keratin; amine oxides such as alkyl or alkene dimethyl amine oxides; cocoamidopropyl dimethylamine oxide; methyl ester sulfonates; alkyl or alkene amidobetaines such as cocoamidopropyl betaine; alpha-olefin sulfonates; quaternary surfactants such as trimethyltallowammonium chloride and trimethylcocoammonium chloride; C8 to C22 alkylethoxylate sulfates; and combinations thereof. Specific examples of suitable foaming additives include, but are not limited to: mixtures of an ammonium salt of an alkyl ether sulfate, a cocoamidopropyl betaine surfactant, a cocoamidopropyl dimethylamine oxide surfactant, sodium chloride, and water; mixtures of an ammonium salt of an alkyl ether sulfate surfactant, a cocoamidopropyl hydroxysultaine surfactant, a cocoamidopropyl dimethylamine oxide surfactant, sodium chloride, and water; hydrolyzed keratin; mixtures of an ethoxylated alcohol ether sulfate surfactant, an alkyl or alkene amidopropyl betaine surfactant, and an alkyl or alkene dimethylamine oxide surfactant; aqueous solutions of an alpha-olefinic sulfonate surfactant and a betaine surfactant; and combinations thereof. An example of a suitable foaming additive is ZONESEALANT™ 2000 agent, available from Halliburton Energy Services, Inc.

Optionally, set accelerators for the set-delayed cement compositions may be included in the set-delayed cement compositions, for example, to increase the rate of setting reactions. Control of setting time may allow for the ability to adjust to wellbore conditions or customize set times for individual jobs. Examples of suitable set accelerators may include, but are not limited to, aluminum sulfate, alums, calcium chloride, calcium sulfate, gypsum-hemihydrate, sodium aluminate, sodium carbonate, sodium chloride, sodium silicate, sodium sulfate, ferric chloride, or a combination thereof. For example, aluminum sulfate may be used to accelerate the setting time of the set-delayed cement compositions for surface uses which may require fast setting, for example, roadway repair, consumer uses, etc. The cement set accelerators may be added alongside any cement set activators when setting of the set-delayed cement compositions is desired. Alternatively, the set accelerators may be added before the cement set activator if desired, and if the set accelerator does not induce premature setting. Without being limited by theory, aluminum sulfate may promote the formation of sulfate containing species (e.g., ettringite) which may modify the rheology of the matrix during hydration such that textural uniformity and adherence to a surface is improved. Set accelerators may produce a set-delayed cement composition with a thickening time of less than 10 minutes, alternatively less than 5 minutes, alternatively, less than 1 minute, or further alternatively less than 30 seconds.

Optionally, mechanical-property-enhancing additives for set-delayed cement compositions may be included in the set-delayed cement compositions, for example, to ensure adequate compressive strength and long-term structural integrity. These properties can be affected by the strains, stresses, temperature, pressure, and impact effects from a subterranean environment. Examples of mechanical-property-enhancing additives include, but are not limited to, carbon fibers, glass fibers, metal fibers, mineral fibers, silica fibers, polymeric elastomers, latexes, and combinations thereof.

Optionally, fluid-loss-control additives for cement may be included in the set-delayed cement compositions, for example, to decrease the volume of fluid that is lost. Properties of the set-delayed cement compositions may be significantly influenced by their water content. The loss of fluid can subject the set-delayed cement compositions to degradation or complete failure of design properties. Examples of suitable fluid-loss-control additives include, but not limited to, certain polymers, such as hydroxyethyl cellulose, carboxymethylhydroxyethyl cellulose, copolymers of 2-acrylamido-2-methylpropanesulfonic acid and acrylamide or N,N-dimethylacrylamide, and graft copolymers comprising a backbone of lignin or lignite and pendant groups comprising at least one member selected from the group consisting of 2-acrylamido-2-methylpropanesulfonic acid, acrylonitrile, and N,N-dimethylacrylamide.

Optionally, cement defoaming additives may be included in the set-delayed cement compositions, for example, to reduce the tendency of the set-delayed cement compositions to foam during mixing and pumping of the set-delayed cement compositions. Examples of suitable defoaming additives include, but are not limited to, polyol silicone compounds. Suitable defoaming additives are available from Halliburton Energy Services, Inc., under the product name D-AIR™ defoamers.

Optionally, fibers may be included in the set-delayed cement compositions, for example, to enhance the tensile and ductile properties the set-delayed cement compositions. Examples of suitable fibers include, but are not limited to, polyvinylalcohol, polypropylene, carbon, glass etc. Further, the fluidic nature and storage capabilities of the set-delayed cement composition allow for fibers which may, in other compositions, require high shear and high pressure pumping conditions for dispersion, to be dispersed using low. This is particularly advantageous in systems where the fibers may bridge and plug pumping equipment.

Optionally, refractory materials may be included in the set-delayed cement compositions, for example, to provide a set-delayed cement composition with higher heat resistance. Examples of suitable refractory materials include, but are not limited to, alumina, titanium, fire brick grog, etc. These refractory materials may be of particular importance in applications where fire and heat resistance is particularly important, for example, in consumer applications in the home.

The set-delayed cement compositions may possess properties beneficial for use in concrete applications. For example, in a typical concrete formulation, the aggregate (e.g., chert, quartzite, opal, strained quartz crystals, etc.) may be dissolved by the basic pore solution of the cement in what is known as an alkali silicate reaction. The dissolved portion of the aggregate may then react with calcium species present in the cement pore solution to form a calcium-silicate-hydrate gel. This alkali silicate reaction may be represented by Equation 1 below: Ca(OH)₂+H₄SiO₄→Ca²⁺+H₂SiO₄ ²⁻+2H₂O→CaH₂SiO₄.2H₂O  (Eq. 1) The calcium-silicate-hydrate gel formed from the aggregate, effectively increases the size of the aggregate. This increase in size may exert a force on the surrounding cement that consequently causes cracks or deformations in the surrounding cement. Without limitation by theory, it is believed that the set-delayed cement compositions may prevent or mitigate any alkali silicate reactions by binding the alkali materials present, increasing the tensile strength of the concrete, and/or by reducing the dissolution rate of the aggregate (e.g., the set-delayed cement compositions may have a pore solution pH of 12.5 as compared to a pH of 13.2 for standard concrete). Furthermore the set-delayed cement composition may be formulated such that the hydrated lime may be completely consumed by the pumice and thus prevent any initial dissolution of the aggregate.

The set-delayed cement compositions may be useful in applications requiring self-leveling cement. A self-leveling cement is a rheologically-modified cement possessing fluid properties which allow it to achieve flat and straight surfaces without the addition of excess water. Applications for self-leveling cement or concrete may include underlying coatings, layers for flat or straight flooring, or used in applications to smooth over defects or irregularities in the subfloor. The set-delayed cement compositions disclosed herein possesses such self-leveling characteristics and do not require additional water to induce self-leveling. The set-delayed cement compositions may thus be used in applications where use of self-leveling cement or concrete is preferable.

The set-delayed cement compositions may be useful in applications requiring self-compacting cement. A self-compacting cement is a cement that may flow through densely reinforced and complex structural elements under its own weight and can typically fill all voids without segregation, excess bleeding, excess air-migration, separation of materials, and without the need for vibration or other mechanical consolidation. Thus, a self-compacting cement or concrete may flow under its own weight without the need for vibration or compaction. As such, self-compacting cements may be engineered to suspend and carry coarse aggregates and solids, while remaining a stable homogenous mixture. The set-delayed cement may be disclosed herein possesses such self-compacting characteristics and may not require vibration or compaction. The set-delayed cement compositions may thus be used in applications where use of self-compacting cement or concrete is preferable.

As previously mentioned, the set-delayed cement compositions may have a delayed set in that they remain in a pumpable fluid state for at least one day (e.g., at least about 1 day, about 2 weeks, about 2 years or more) at room temperature (e.g., about 80° F.) in quiescent storage. For example, the set-delayed cement compositions may remain in a pumpable fluid state for a period of time from about 1 day to about 7 days or more. In some examples, the set-delayed cement compositions may remain in a pumpable fluid state for at least about 1 day, about 7 days, about 10 days, about 20 days, about 30 days, about 40 days, about 50 days, about 60 days, or longer. A fluid is considered to be in a pumpable fluid state where the fluid has a consistency of less than 70 Bearden units of consistency (“Bc”), as measured on a pressurized consistometer in accordance with the procedure for determining cement thickening times set forth in API RP Practice 10B-2, Recommended Practice for Testing Well Cements, First Edition, July 2005.

Those of ordinary skill in the art will appreciate that the set-delayed cement compositions should have a density suitable for a particular application. By way of example, the set-delayed cement compositions may have a density in the range of from about 4 pounds per gallon (“lb/gal”) to about 20 lb/gal. In certain examples, the set-delayed cement compositions may have a density in the range of from about 8 lb/gal to about 17 lb/gal. Examples of the set-delayed cement compositions may be foamed or unfoamed or may comprise other means to reduce their densities, such as hollow microspheres, low-density elastic beads, or other density-reducing additives known in the art. In examples, the density may be reduced after storing the composition, but prior to placement in a subterranean formation. Those of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate density for a particular application. In some examples, the set-delayed cement compositions may set to have a desirable compressive strength after activation. Compressive strength is generally the capacity of a material or structure to withstand axially directed pushing forces. The compressive strength may be measured at a specified time after the set-delayed cement composition has been activated and the resultant composition is maintained under specified temperature and pressure conditions. Compressive strength can be measured by either destructive or non-destructive methods. The destructive method physically tests the strength of treatment fluid samples at various points in time by crushing the samples in a compression-testing machine. The compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and is reported in units of pound-force per square inch (psi). Non-destructive methods may employ a UCA™ ultrasonic cement analyzer, available from Fann Instrument Company, Houston, Tex. Compressive strength values may be determined in accordance with API RP 10B-2, Recommended Practice for Testing Well Cements, First Edition, July 2005.

By way of example, the set-delayed cement compositions may develop a 24-hour compressive strength in the range of from about 50 psi to about 5000 psi, alternatively, from about 100 psi to about 4500 psi, or alternatively from about 500 psi to about 4000 psi. In some examples, the set-delayed cement compositions may develop a compressive strength in 24 hours of at least about 50 psi, at least about 100 psi, at least about 500 psi, or more. In some examples, the compressive strength values may be determined using destructive or non-destructive methods at a temperature ranging from 100° F. to 200° F.

In some examples, the set-delayed cement compositions may have desirable thickening times after activation. Thickening time typically refers to the time a fluid, such as a set-delayed cement composition, remains in a fluid state capable of being pumped. A number of different laboratory techniques may be used to measure thickening time. A pressurized consistometer, operated in accordance with the procedure set forth in the aforementioned API RP Practice 10B-2, may be used to measure whether a fluid is in a pumpable fluid state. The thickening time may be the time for the treatment fluid to reach 70 Bc and may be reported as the time to reach 70 Bc. The thickening time may be modified for any temperature at atmospheric pressure by modification of the formula, concentration of additives (e.g. activator/accelerator), etc. In some examples, the set-delayed cement compositions may have a thickening time at atmospheric pressure and surface temperatures between about 30 seconds to about 10 hours. For example, the set-delayed cement compositions may have a thickening time of greater than about 30 seconds, greater than about 1 minute, greater than about 10 minutes, greater than about 1 hour, or greater than about 10 hours.

In some examples, a set-delayed cement composition may be provided that comprises water, pumice, hydrated lime, a set retarder, and optionally a dispersant. The set-delayed cement composition may be stored, for example, in a vessel or other suitable container. The set-delayed cement composition may be permitted to remain in storage for a desired time period. For example, the set-delayed cement composition may remain in storage for a time period of about 1 day or longer. For example, the set-delayed cement composition may remain in storage for a time period of about 1 day, about 2 days, about 5 days, about 7 days, about 10 days, about 20 days, about 30 days, about 40 days, about 50 days, about 60 days, or longer. In some examples, the set-delayed cement composition may remain in storage for a time period in a range of from about 1 day to about 7 days or longer. Thereafter, the set-delayed cement composition may be activated, for example, by addition of a cement set activator, used in a cementing or concrete application and allowed to set in the course of said application.

The set-delayed cement compositions may be placed onto or into a surface. The surface may comprise above-ground structures that are disposed on the surface of the earth or a structure which contacts the surface of the earth, for example, a patio, a sidewalk, a drive way, a wall, a floor, a basement, a foundation, a roadway. The surface may comprise the surface of the earth, for example, ground, soil, earth, or more generally, the top-most surface formation of the earth. Wherein, a formation is a body of rock that is sufficiently distinctive and continuous that it can be mapped. The surface may comprise a surface of a water well that is above-ground, disposed on the surface of the earth, of disposed within the top-most surface formation of the earth. The surface may comprise an underwater surface, for example, a surface residing on the floor of a body of water or in the top-most surface formation underneath the floor of a body of water. The surface may comprise waste disposed on or about the surface of the earth, or alternatively, within the top-most surface formation of the earth. The waste may include, but is not limited to an aqueous waste, a metal solid, an organic liquid, a spent acid, a petroleum solid, an inorganic liquid, a spent caustic, an adhesive, an epoxy, an organic paint, an ink, a lacquer, a waste oil, an incinerator residue, ethylene glycol, a brine solution, a wet sludge, a leachate contaminated waste, a plating sludge, a catalyst waste, a sandblasting waste, a drilling mud, a resin, a tar sludge, a contaminated soil, and any combination thereof.

A method of cementing a surface with a set-delayed cement composition may be provided. The method may be used in conjunction with one or more of the methods, compositions, and/or systems illustrated in FIGS. 1-5. The method may comprise providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; placing the set-delayed cement composition into or onto a surface to be cemented; and allowing the set-delayed cement composition to set in or on the surface. The set retarder may comprise at least one retarder selected from the group consisting of a phosphate, a phosphonate, a phosphonic acid, a phosphonic acid derivative, a lignosulfonate, a salt, an organic acid, a carboxymethylated hydroxyethylated cellulose, a synthetic co- or ter-polymer comprising sulfonate and carboxylic acid groups, a borate compound, and any mixture thereof. The set-delayed cement composition may further comprise a cement set activator selected from the group consisting of a zeolite, amine, silicate, Group IA hydroxide, Group HA hydroxide, monovalent salt, divalent salt, nanosilica, polyphosphate, and any combination thereof. The set-delayed cement composition comprising the cement set activator may further comprises a thickening time in a range between about 30 seconds to about 10 hours. The set-delayed cement composition may further comprise a fiber. The set-delayed cement composition may further comprise a dispersant selected from the group consisting of a sulfonated-formaldehyde-based dispersant, a polycarboxylated ether dispersant, and any combination thereof. Prior to the introducing step, the set-delayed cement composition may be stored in a vessel in a size of about 1 pint to about 10 gallons. The surface to be cemented may be selected from the group consisting of a patio, a sidewalk, a drive way, a wall, a floor, a basement, a foundation, a roadway, and any combination thereof. The set-delayed cement composition may further comprise soil. The surface to be cemented may further comprise a waste selected from the group consisting of an aqueous waste, a metal solid, an organic liquid, a spent acid, a petroleum solid, an inorganic liquid, a spent caustic, an adhesive, an epoxy, an organic paint, an ink, a lacquer, a waste oil, an incinerator residue, ethylene glycol, a brine solution, a wet sludge, a leachate contaminated waste, a plating sludge, a catalyst waste, a sandblasting waste, a drilling mud, a resin, a tar sludge, a contaminated soil, and any combination thereof. The set-delayed cement composition may be pumped from a storage unit and wherein the surface to be cemented is about 100 feet or more away from the storage unit. The surface to be cemented may be a surface of a water well.

A method of producing a set-delayed cement composite material may be provided. The method may be used in conjunction with one or more of the methods, compositions, and/or systems illustrated in FIGS. 1-5. The method may comprise providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; adding the set-delayed cement composition to a non-cementitious material; and allowing the set-delayed cement composition added to the non-cementitious material to set and form a set-delayed cement composite. The set retarder may comprise at least one retarder selected from the group consisting of a phosphate, a phosphonate, a phosphonic acid, a phosphonic acid derivative, a lignosulfonate, a salt, an organic acid, a carboxymethylated hydroxyethylated cellulose, a synthetic co- or ter-polymer comprising sulfonate and carboxylic acid groups, a borate compound, and any mixture thereof. The set-delayed cement composition may further comprise a cement set activator selected from the group consisting of a zeolite, amine, silicate, Group IA hydroxide, Group IIA hydroxide, monovalent salt, divalent salt, nanosilica, polyphosphate, and any combination thereof. The set-delayed cement composition comprising the cement set activator, may further comprises a thickening time in a range between about 30 seconds to about 10 hours. The set-delayed cement composition may further comprise a fiber. The set-delayed cement composition may further comprise a dispersant selected from the group consisting of a sulfonated-formaldehyde-based dispersant, a polycarboxylated ether dispersant, and any combination thereof. The non-cementitious material may comprise soil. The non-cementitious material may comprise a waste selected from the group consisting of aqueous waste, a metal solid, an organic liquid, a spent acid, a petroleum solid, an inorganic liquid, a spent caustic, an adhesive, an epoxy, an organic paint, an ink, a lacquer, a waste oil, an incinerator residue, ethylene glycol, a brine solution, a wet sludge, a leachate contaminated waste, a plating sludge, a catalyst waste, a sandblasting waste, a drilling mud, a resin, a tar sludge, a contaminated soil, and any combination thereof. The adding of the set-delayed cement composition to a non-cementitious material may comprise spraying the set-delayed cement composition on to the non-cementitious material.

A cementing system may be provided. The system may be used in conjunction with one or more of the methods, compositions, and/or systems illustrated in FIGS. 1-5. The system may comprise a cement composition comprising water, pumice, hydrated lime, and a set retarder; a cementing unit comprising: a vessel, a pump, and a conduit. The cementing unit may be capable of pumping the cement composition about 100 feet or more away from the vessel. The conduit may further comprise a nozzle and wherein the nozzle further comprises an applicator which is capable of adding a cement set activator to the cement composition. The set retarder may comprise at least one retarder selected from the group consisting of a phosphate, a phosphonate, a phosphonic acid, a phosphonic acid derivative, a lignosulfonate, a salt, an organic acid, a carboxymethylated hydroxyethylated cellulose, a synthetic co- or ter-polymer comprising sulfonate and carboxylic acid groups, a borate compound, and any mixture thereof. The set-delayed cement composition may further comprise a cement set activator selected from the group consisting of a zeolite, amine, silicate, Group IA hydroxide, Group IIA hydroxide, monovalent salt, divalent salt, nanosilica, polyphosphate, and any combination thereof. The set-delayed cement composition comprising the cement set activator may further comprises a thickening time in a range between about 30 seconds to about 10 hours. The set-delayed cement composition may further comprise a fiber. The set-delayed cement composition may further comprise a dispersant selected from the group consisting of a sulfonated-formaldehyde-based dispersant, a polycarboxylated ether dispersant, and any combination thereof.

Referring now to FIG. 1, the preparation of a set-delayed cement composition in accordance with the examples described herein will now be described. FIG. 1 illustrates a system 2 for the preparation of a set-delayed cement composition and subsequent delivery of the composition to a cementing application site. As shown, the set-delayed cement composition may be mixed in mixing equipment 4, such as a jet mixer, re-circulating mixer, or a batch mixer, for example, and then pumped via pumping equipment 6 to the cementing application site. In some embodiments, the mixing equipment 4 and the pumping equipment 6 may be disposed on one or more cement trucks as will be apparent to those of ordinary skill in the art. In some embodiments, a jet mixer may be used, for example, to continuously mix the lime/settable material with the water as it is being pumped to the wellbore. In set-delayed embodiments, a re-circulating mixer and/or a batch mixer may be used to mix the set-delayed cement composition, and the activator may be added to the mixer as a powder prior to pumping the cement composition downhole. Additionally, batch mixer type units for the slurry may be plumbed in line with a separate tank containing a cement set activator. The cement set activator may then be fed in-line with the slurry as it is pumped out of the mixing unit. Further, in embodiments requiring a concrete, aggregate may be mixed with the set-delayed cement composition in mixing equipment 4 before being pumped via pumping equipment 6

FIG. 2 illustrates the use of the set-delayed cement composition in a distant cementing application with an obstruction. Cementing unit 8, which may comprise mixing equipment 4 and pumping equipment 6 as described in FIG. 1 may be used to convey a set-delayed cement composition to a job site. Cementing unit 8 may be a cement truck and may comprise a vessel capable of storing a set-delayed cement composition (e.g., mixing equipment 4) and/or equipment used to transport a set-delayed cement composition to a job site, illustrated by pumping equipment 6 and conduit 10. As illustrated by FIG. 2, obstacle 12 may prevent access to the job site by cementing unit 8. Due to the inherent nature of the set-delayed cement composition, the set-delayed cement composition may be pumped through conduit 10 over obstacle 12 and to the job site which, as described above, is inaccessible to cementing unit 8. Once at the job site, the set-delayed cement composition may be activated for use by a cement set activator, which may be mixed with the set-delayed cement composition at the job site manually or through an applicator within the nozzle of conduit 10. Similarly, the set-delayed cement composition may be used in applications where the distance from the storage are to the job site is large enough to pose logistical issues or in applications where it may be more practical to pump a cement to the location than to carry it. For example, the job site may be located 100 feet or more from the cementing unit 8. In particular examples, the job site may be located about 100 feet, about 200 feet, about 500 feet, about 1000 feet, about 2000 feet, about 5000 feet, about 10000 feet away from the cementing unit 8. Examples of which may include, pumping a set-delayed cement composition to an upper floor of a building or to an interior of a building.

FIG. 3 illustrates a marine construction application, wherein a set-delayed cement composition may be pumped through conduit 10 to secure in place a beam to be used in the extension of pier 18. As discussed above, the set-delayed cement composition is capable of extended storage wherein it remains in a stable fluid, slurry state until activated by the addition of a suitable cement set activator and allowed to set to form set cement 14. Set cement 14 is a set-delayed cement composition that has been activated and allowed to set in place. As such, the set-delayed cement composition may be placed near a location or removed to a logistically convenient position and pumped to a desired area. The cement set activator may be added while mixing the set-delayed cement composition prior to pumping, or may added while pumping the set-delayed cement composition, for example, through an applicator within the nozzle of conduit 10. Set-delayed cement composition may be well suited for marine environments and may be particularly advantageous in deep-water scenarios due to its simplified delivery mechanism, reduced transport risk, and easier logistics since powder transport and mixing are not required.

The set-delayed cement composition may also be used in applications to seal the tops of water wells. When water wells are drilled, state and/or federal water regulations may require the water well driller to cement the surface casing in order to provide an impervious seal to prevent run-off water from contaminating the well. The set-delayed cement compositions disclosed herein have a permeability to water that is lower than most other cements (e.g., Portland cement). Further, fibers, as discussed above, may be assed to the set-delayed cement composition to increase the ductility of the seal if desired.

FIG. 4 illustrates the use of a set-delayed cement composition for roadway repair. Cementing unit 8, which may comprise mixing equipment 4, pumping equipment 6, and conduit 10 may be used to store, mix, and transport a set-delayed cement composition. Fractures, deformations, holes, voids, gaps, cracks, potholes, and the like may occur in roads due to use, freeze-thaw cycles, etc. Typically, repair of these issues may comprise having multiple repairmen mix the concrete, prepare the pothole, fill the pothole. In the example of FIG. 4, a mobile cementing unit 8 can be used to store an already mixed and prepared set-delayed cement composition. A repairman may then drive to road requiring repair and fill defects 20 in the road when said defects 20 are encountered. The set-delayed cement composition may be activated to provide set cement 14 and thus repair defect 20. As discussed above, the set-delayed cement composition may be stored in liquid form for extended periods and activated while pumping to set when desired. The set-delayed cement composition may be mixed at the central plant and stored for a period of time before being transported to a location. This may reduce the amount of time needed for repairs by eliminating the need to mix materials immediately prior to use. Further, the set-delayed cement composition may be tailored to provide optimum reactivity with the type of roadway being repaired.

FIG. 5, illustrates the use of a set-delayed cement composition in a retail consumer context. A vessel 22 of set-delayed cement composition may be sold in a retail outlet to a consumer 24. Vessel 22 may comprise any size vessel 22 capable of storing the set-delayed cement composition. Vessel 22 may comprise any size and shape vessel, for example a 10 gallon, cylindrical vessel. In specific embodiments, vessel 22 may comprise a one pint vessel, a one gallon vessel, two gallon vessel, five gallon vessel, a ten gallon vessel, a one hundred gallon vessel, a one thousand gallon vessel, a twenty thousand gallon vessel or greater. Vessel 22 may comprise any shape capable of storing set-delayed cement composition. The vessel 22 may also comprise a unit 26 of cement set accelerator. The unit 26 of cement set accelerator may comprise any size unit 26 of cement set accelerator. Unit 26 of cement set accelerator may be sold with vessel 22 or separately from vessel 22. The set-delayed cement composition would provide a pre-formulated cement with a shelf life sufficiently long for retail storage, stocking, and selling. As illustrated in FIG. 5, once consumer 24 purchases vessel 22 of set-delayed cement composition, the consumer may open or unseal the vessel 22 and add the unit 26 of cement set accelerator to the vessel 22. The amount of cement set accelerator to add to the vessel 22 may be determined by the amount of set-delayed cement composition to use and the thickening time desired. Instructions may be included with unit 26 of cement set accelerator which may disclose the amount of cement set accelerator to use for a specific application. With continued reference to FIG. 5, once the set-delayed cement composition has been activated, consumer 24 may apply the activated set-delayed cement composition to defect 20 (e.g., a defect in a sidewalk) and allow the activated set-delayed cement composition to form set cement 14. The set-delayed cement composition may be used to repair patios, sidewalks, drive ways, walls, floors, basements, foundations, etc. The set-delayed cement composition may be optimized to have a small particle size enabling pumping into small cracks, crevasses, bored holes, and the like, which may be the kind of defects found in foundation damage. Further, the physicochemistry renders the set-delayed cement composition easy to dye and an optional color kit comprising a dye may be sold alongside or separately from vessel 22. Additional optional additives such as fibers may be provided as well.

Additional examples may comprise using the set-delayed cement composition for soil stabilization. One such method may comprise, grading an area and then scarifying, pulverizing, and wetting the soil. The area may then be regarded and a set-delayed cement composition may be added to it to form a soil-cement. A cement set activator may then be added to the area and mixed with the soil-cement. The soil-cement may then be compacted and graded again, before allowing to set. A second method may comprise obtaining the soil, and then mixing the soil, set-delayed cement composition, and water in a central plant to form a soil-cement. The soil-cement may then be transported to the area and spread where desired. A cement set activator may then me added to the soil-cement and mixed. It may then be compacted, graded, and allowed to cure. Alternatively, the set-delayed cement composition may be sprayed over the desired area which may reduce work time and cost. Further, if the soil-cement mixture has not been activated it may be stored as the set-delayed cement composition would be. The set-delayed cement composition may also be formulated to provide optimum reactivity with the type of soil being worked.

Another example entails using the set-delayed cement compositions disclosed here in waste solidification. The set-delayed cement composition may be added to a waste material (e.g., by spraying it over the waste material) to bind the waste material making it easier to handle. These waste materials include, but are not limited to, aqueous wastes, metal solids, organic liquids, spent acids, petroleum solids, inorganic liquids, spent caustics, adhesives, epoxies, organic paint, ink, lacquer, waste oils, incinerator residues, ethylene glycol, brine solutions, wet sludge, leachate contaminated wastes, plating sludge, catalyst wastes, sandblasting wastes, drilling mud, resins, tar sludge, contaminated soil, and the like. Further, the set-delayed cement compositions may comprise a lower permeability than other types of cement (e.g., Portland cement) and thus may reduce the risk or leakage of any waste material. A method of waste solidification may comprise pouring or spraying the set-delayed cement composition over the waste material. The cement set activator may be added prior to the pouring or the spraying or may be added once the set-delayed cement composition has been applied to the waste material and allowed to set to form a waste-cement. The waste-cement may then be moved to a location for storage or disposal, or if proper, left in place.

The exemplary set-delayed cement compositions disclosed herein may directly or indirectly affect one or more components or pieces of equipment associated with the preparation, delivery, recapture, recycling, reuse, and/or disposal of the disclosed set-delayed cement compositions. For example, the disclosed set-delayed cement compositions may directly or indirectly affect one or more mixers, related mixing equipment, mud pits, storage facilities or units, composition separators, heat exchangers, sensors, gauges, pumps, compressors, and the like used generate, store, monitor, regulate, and/or recondition the exemplary set-delayed cement compositions. The disclosed set-delayed cement compositions may also directly or indirectly affect any transport or delivery equipment used to convey the set-delayed cement compositions to a well site or downhole such as, for example, any transport vessels, conduits, pipelines, trucks, tubulars, and/or pipes used to compositionally move the set-delayed cement compositions from one location to another, any pumps, compressors, or motors (e.g., topside or downhole) used to drive the set-delayed cement compositions into motion, any valves or related joints used to regulate the pressure or flow rate of the set-delayed cement compositions, and any sensors (i.e., pressure and temperature), gauges, and/or combinations thereof, and the like. The disclosed set-delayed cement compositions may also directly or indirectly affect the various downhole equipment and tools that may come into contact with the set-delayed cement compositions such as, but not limited to, wellbore casing, wellbore liner, completion string, insert strings, drill string, coiled tubing, slickline, wireline, drill pipe, drill collars, mud motors, downhole motors and/or pumps, cement pumps, surface-mounted motors and/or pumps, centralizers, turbolizers, scratchers, floats (e.g., shoes, collars, valves, etc.), logging tools and related telemetry equipment, actuators (e.g., electromechanical devices, hydromechanical devices, etc.), sliding sleeves, production sleeves, plugs, screens, filters, flow control devices (e.g., inflow control devices, autonomous inflow control devices, outflow control devices, etc.), couplings (e.g., electro-hydraulic wet connect, dry connect, inductive coupler, etc.), control lines (e.g., electrical, fiber optic, hydraulic, etc.), surveillance lines, drill bits and reamers, sensors or distributed sensors, downhole heat exchangers, valves and corresponding actuation devices, tool seals, packers, cement plugs, bridge plugs, and other wellbore isolation devices, or components, and the like.

EXAMPLES

To facilitate a better understanding of the present embodiments, the following examples of certain aspects of some embodiments are given. In no way should the following examples be read to limit, or define, the entire scope of the embodiments.

Example 1

The following series of tests was performed to evaluate the force resistance properties of comparative cement compositions comprising pumice and hydrated lime. Three different comparative sample settable compositions, designated Samples 1-3, were prepared using pumice (DS-325 lightweight aggregate), hydrated lime, Liquiment® 514L dispersant, and water, as indicated in the table below. After preparation, the samples were placed in an UCA and cured at 140° F. and 3,000 psi for 24 hours. The cured cement was then removed from the UCA and crushed to yield the compressive strength values provided in Table 1 below.

TABLE 1 Compressive Strength Tests Sample 1 2 3 Density lb/gal 14.3 14.3 14.3 Pumice:Lime Wt. Ratio 3:1 4:1 5:1 Pumice g 400 400 500 Lime g 134 103 100 Dispersant g 12 4 13 Water g 196 187 220 24-Hr Crush Strength psi 2,240 1,960 2,130

Example 1 thus indicates that cement compositions that comprise pumice and lime in a weight ratio ranging from 3:1 to 5:1 may develop compressive strengths suitable for particular applications.

Example 2

A sample set-delayed cement composition, designated Sample 4, having a density of 13.3 lb/gal was prepared that comprised 500 grams of pumice (DS-325 lightweight aggregate), 100 grams of hydrated lime, 13 grams of Liquiment® 514L dispersant, 24 grams of Micro Matrix® cement retarder, and 300 grams of water. The rheological properties of the sample were measured after storing at room temperature and pressure for periods of 1 day and 6 days. After preparation, the rheological properties of the sample were determined at room temperature (e.g., about 80° F.) using a Model 35A Fann Viscometer and a No. 2 spring, in accordance with the procedure set forth in API RP Practice 10B-2, Recommended Practice for Testing Well Cements. The results of this test are set forth in the table below.

TABLE 2 Viscosity Tests Age of Yield Plastic Sample Fann Readings Point Viscosity (days) 600 300 200 100 6 3 (lb/100 ft²⁾ (centipoise) 1 560 322 244 170 46 38 84 238 6 498 310 228 136 24 20 122 188

Example 2 thus indicates that set-delayed cement compositions that comprise pumice, hydrated lime, a dispersant, a set retarder, and water can remain fluid after 6 days.

Example 3

A sample set-delayed cement composition, designated Sample 5, having a density of 13.4 lb/gal was prepared that comprised 500 grams of pumice (DS-325 lightweight aggregate), 100 grams of hydrated lime, 7 grams of Liquiment® 514L dispersant, 6.3 grams of Micro Matrix® cement retarder, and 304 grams of water. The rheological properties of the sample were measured after storing at room temperature and pressure for periods of from 1 day to 19 days. The rheological properties were measured at room temperature (e.g., about 80° F.) using a Model 35A Fann Viscometer and a No. 2 spring, in accordance with the procedure set forth in API RP Practice 10B-2, Recommended Practice for Testing Well Cements. The results of this test are set forth in the table below.

TABLE 3 Viscosity Tests Age of Sample Fann Readings (Days) 300 200 100 6 3 1 462 300 130 12 8 2 458 282 122 6 4 5 420 260 106 3 2 8 446 270 110 4 1 12 420 252 100 3 2 19 426 248 94 2 1

After 7 days, calcium chloride in the amount indicated in Table 4 below was added to a separately prepared sample of the same formulation as above. The sample was then placed in an UCA and the initial setting time, which is the time for the composition to reach a compressive strength of 50 psi while maintained at 3,000 psi was determined in accordance with API RP Practice 10B-2, Recommended Practice for Testing Well Cements. The initial setting time of the sample was also determined without addition of the calcium chloride. The samples with and without the calcium chloride were heated to a temperature of 140° F. in 30 minutes and then maintained at that temperature throughout the test.

TABLE 4 Compressive Strength Tests Test CaCl₂ Initial Age of Sample Temperature (% by wt of Setting Time (Days) (° F.) Pumice & Lime) (hr:min) 7 140 0 no set after 4 days 7 140 10 5:11

Example 3 thus indicates that the set-delayed cement compositions that comprise pumice, hydrated lime, a dispersant, a set retarder, and water will not set for a period of at least 19 days at ambient temperature and over 4 days at 140° F. Example 3 further indicates that sample set-delayed cement compositions may be activated at a desired time by addition of a suitable activator.

Example 4

A sample set-delayed cement composition, designated Sample 6, having a density of 13.4 lb/gal was prepared that comprised pumice (DS-325 lightweight aggregate), 20% hydrated lime, 1.4% Liquiment® 514L dispersant, 1.26% Micro Matrix® cement retarder, and 62% of water (all by weight of pumice, referred to in the table below as “% bwop”). After 45 days in storage at ambient conditions, the sample was mixed with 6% calcium chloride. At 140° F., the sample had a thickening time (time to 70 BC) of 2 hours and 36 minutes and an initial setting time (time to 50 psi) of 9 hours and 6 minutes as measured using an UCA while maintained at 3000 psi. After 48 hours, the sample was crushed with a mechanical press which gave a compressive strength of 2,240 psi. The thickening time and initial setting time were both determined in accordance with API RP Practice 10B-2, Recommended Practice for Testing Well Cements. The results of this test are set forth in the table below.

TABLE 5 Compressive Strength Tests Initial 48 Hr Age of Test Calcium Thickening Setting Crush Sample Temperature Chloride Time Time Strength (Days) (° F.) (% bwop) (hr:min) (hr:min) (psi) 45 140 6 2:36 9:36 2,240

Example 4 thus indicates that the set-delayed cement compositions that comprise pumice, hydrated lime, a dispersant, a set retarder, and water will not set for a period of at least 45 days at ambient temperature. Example 4 further indicates that sample set-delayed cement compositions may be activated at a desired time by addition of a suitable activator.

Example 5

This example was performed to evaluate the ability of sodium hydroxide and sodium sulfate to activate a set-delayed cement composition that comprised pumice (DS-325 lightweight aggregate), hydrated lime, Liquiment® 514L dispersant, Micro Matrix® cement retarder, and water. Four sample set-delayed cement compositions, designated Samples 7-10, were ^(prepared) having concentrations of components as indicated in the table below. The samples were monitored via an UCA. After the samples were placed in the UCA, the pressure was increased to 3,000 psi, and the temperature was increased to 100° F. over a 15-minute time period and held for the duration of the test. A portion of the slurry was retained and poured into a plastic cylinder to monitor the slurry behavior at room temperature and pressure. These procedures were repeated for all samples.

Sample 7 was monitored for 72 hours over which time no strength was developed and the slurry ^(was) still pourable when removed from the UCA. The portion kept at room temperature and pressure was likewise still pourable after 72 hours.

Sample 8 was prepared using the same slurry design as Sample 7 except that sodium hydroxide was added as an activator. The sodium hydroxide was added in solid form directly to the mixing jar that contained the prepared sample. As can be seen from Table 6, Sample 8, reached 50 psi of compressive strength at 16 hours and 36 minutes. The strength continued to build, ^(reaching) a maximum of 1,300 psi, when the test was stopped at 72 hours. The cured cement was removed from the UCA and crushed with a mechanical press which gave a compressive strength of 969 psi. The portion kept at room temperature and pressure was crushed after 7 days resulting in a compressive strength of 143 psi.

Sample 9 was prepared using the same slurry design as Sample 8 except that sodium sulfate was added as an activator. The sodium sulfate was added in solid form directly to the mixing jar that contained the prepared slurry. Sample 9 reached 50 psi of compressive strength at 67 hours and 29 minutes. The strength continued to build, slowly, reaching a maximum of 78 psi, when the test was stopped at 72 hours. The cured cement was removed from the UCA and crushed with a mechanical press which gave a compressive strength of 68.9 psi. The portion kept at room temperature and pressure was still too soft to be crushed after 7 days.

Sample 10 was prepared using the same slurry design as Sample 8 except that equal amounts of sodium hydroxide and sodium sulfate were added as an activator. The sodium hydroxide and sodium sulfate were added in solid form directly to the mixing jar that contained the prepared slurry. Sample 10 reached 50 psi of compressive strength at 22 hours and 40 minutes. The strength continued to build, reaching a maximum of 900 psi, when the test was stopped at 72 hours. The cured cement was removed from the UCA and crushed with a mechanical press which gave a compressive strength of 786 psi. The portion kept at room temperature and pressure was crushed after 7 days resulting in a compressive strength of 47.9 psi.

The results of these tests are set forth in the table below. The abbreviation “% bwop” refers to the percent of the component by weight of the pumice. The abbreviation “gal/sk” refers to gallons of the component per 46-pound sack of the pumice. The abbreviation “RTP” refers to room temperature and pressure.

TABLE 6 Compressive Strength Tests Sample 7 8 9 10 Density lb/gal 13.38 13.38 13.38 13.38 Water % bwop 61.97 63.60 64.62 64.11 Pumice % bwop 100 100 100 100 Hydrated Lime % bwop 20 20 20 20 Dispersant gal/sk 0.07 0.07 0.07 0.07 Set Retarder % bwop 0.06 0.06 0.06 0.06 Sodium % bwop — 4 — 2 Hydroxide Sodium Sulfate % bwop — — 4 2 UCA Temp/Press F./Psi 100/3000 100/3000 100/3000 100/3000 Initial Set hr:min >78 16:36 67:29 22:40 (50 psi) Final Set hr:min — 21:08 — 32:44 (100 psi) 24 Hr Comp. psi — 138.74 — 59.60 Strength 48 Hr Comp. psi — 711.35 — 331.48 Strength 72 Hr Comp. psi — 1300 78 900 Strength 72 Hr Crush psi — 969 68.90 786 Strength (UCA) 7-Day Crush psi — 143.20 0.00 47.90 Strength (RTP)

Example 5 thus indicates that sodium hydroxide, sodium sulfate, and combinations of the two can activate the set-delayed cement compositions, but to varying degrees. The testing showed that both sodium hydroxide and combinations of sodium hydroxide with sodium sulfate activated the cement compositions to an acceptable level. When compared to the non-activated composition, sodium sulfate activated the cement compositions, but much less so than the sodium hydroxide or combination of sodium hydroxide and sodium sulfate.

It should be understood that the compositions and methods are described in terms of “comprising,” “containing,” or “including” various components or steps, the compositions and methods can also “consist essentially of” or “consist of” the various components and steps. Moreover, the indefinite articles “a” or “an,” as used in the claims, are defined herein to mean one or more than one of the element that it introduces.

For the sake of brevity, only certain ranges are explicitly disclosed herein. However, ranges from any lower limit may be combined with any upper limit to recite a range not explicitly recited, as well as, ranges from any lower limit may be combined with any other lower limit to recite a range not explicitly recited, in the same way, ranges from any upper limit may be combined with any other upper limit to recite a range not explicitly recited. Additionally, whenever a numerical range with a lower limit and an upper limit is disclosed, any number and any included range falling within the range are specifically disclosed. In particular, every range of values (of the form, “from about a to about b,” or, equivalently, “from approximately a to b,” or, equivalently, “from approximately a-b”) disclosed herein is to be understood to set forth every number and range encompassed within the broader range of values even if not explicitly recited. Thus, every point or individual value may serve as its own lower or upper limit combined with any other point or individual value or any other lower or upper limit, to recite a range not explicitly recited.

Therefore, the present embodiments are well adapted to attain the ends and advantages mentioned as well as those that are inherent therein. The particular embodiments disclosed above are illustrative only, as the present embodiments may be modified and practiced in different but equivalent manners apparent to those skilled in the art having the benefit of the teachings herein. Although individual embodiments are discussed, all combinations of each embodiment are contemplated and covered by the disclosure. Furthermore, no limitations are intended to the details of construction or design herein shown, other than as described in the claims below. Also, the terms in the claims have their plain, ordinary meaning unless otherwise explicitly and clearly defined by the patentee. It is therefore evident that the particular illustrative embodiments disclosed above may be altered or modified and all such variations are considered within the scope and spirit of the present disclosure. If there is any conflict in the usages of a word or term in this specification and one or more patent(s) or other documents that may be incorporated herein by reference, the definitions that are consistent with this specification should be adopted. 

What is claimed is:
 1. A method of roadway repair with a set-delayed cement composition comprising: mixing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; storing the set-delayed cement composition; transporting the set-delayed cement composition on a mobile cementing unit to a roadway comprising a defect; activating the set-delayed cement composition with at least one cement set activator to produce an activated cement composition, the activator being selected from the group consisting of a Group IA hydroxide, a Group IIA hydroxide, a polyphosphate, potassium sulfate, sodium sulfate, and combinations thereof, wherein the activator is provided in an amount such that the activated cement composition sets to form a hardened mass in a time range of about 30 seconds to about 2 hours; placing the set-delayed cement composition onto or into the defect; and allowing the set-delayed cement composition to set.
 2. The method of claim 1 wherein the set retarder comprises at least one retarder selected from the group consisting of a phosphate, a phosphonate, a phosphonic acid, a phosphonic acid derivative, a lignosulfonate, a salt, an organic acid, a carboxymethylated hydroxyethylated cellulose, a synthetic co- or ter-polymer comprising sulfonate and carboxylic acid groups, a borate compound, and any mixture thereof.
 3. The method of claim 1 wherein the set-delayed cement composition further comprises a fiber.
 4. The method of claim 1 wherein the set-delayed cement composition further comprises a dispersant selected from the group consisting of a sulfonated-formaldehyde-based dispersant, a polycarboxylated ether dispersant, and any combination thereof.
 5. The method of claim 1 further comprising, prior to the placing step, storing the set-delayed cement composition in a vessel in a size of about 1 pint to about 20,000 gallons.
 6. The method of claim 1, wherein set-delayed cement composition further comprises soil.
 7. The method of claim 1, wherein the set-delayed cement composition is pumped from the mobile cementing unit to the defect and wherein the defect to be cemented is about 100 feet or more away from the mobile cementing unit.
 8. The method of claim 1, wherein the set-delayed cement composition is mixed at a central plant and stored on the mobile cementing unit.
 9. The method of claim 1, further comprising adding a cement set accelerator to the set-delayed cement composition, wherein the cement set accelerator comprises at least one set accelerator selected from the group consisting of aluminum sulfate, alum, calcium chloride, calcium sulfate, gypsum-hemihydrate, sodium aluminate, sodium carbonate, sodium chloride, sodium silicate, sodium sulfate, ferric chloride, and combinations thereof.
 10. A method of roadway repair with a set-delayed cement composite material comprising: providing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; adding the set-delayed cement composition to a non-cementitious material; activating the set-delayed cement composition with at least one cement set activator to produce an activated cement composition, the activator being selected from the group consisting of a Group IA hydroxide, a Group IIA hydroxide, a polyphosphate, potassium sulfate, sodium sulfate, and combinations thereof, wherein the activator is provided in an amount such that the activated cement composition sets to form a hardened mass in a time range of about 30 seconds to about 2 hours; placing the set-delayed cement composition and non-cementitious material in a roadway defect; and allowing the set-delayed cement composition added to the non-cementitious material to set and form a set-delayed cement composite.
 11. The method of claim 10 wherein the non-cementitious material comprises soil.
 12. The method of claim 10 wherein the non-cementitious material comprises a waste selected from the group consisting of aqueous waste, a metal solid, an organic liquid, a spent acid, a petroleum solid, an inorganic liquid, a spent caustic, an adhesive, an epoxy, an organic paint, an ink, a lacquer, a waste oil, an incinerator residue, ethylene glycol, a brine solution, a wet sludge, a leachate contaminated waste, a plating sludge, a catalyst waste, a sandblasting waste, a drilling mud, a resin, a tar sludge, a contaminated soil, and any combination thereof.
 13. The method of claim 10, wherein the adding the set-delayed cement composition to a non-cementitious material comprises spraying the set-delayed cement composition on to the non-cementitious material.
 14. The method of claim 10, further comprising mixing the set-delayed cement composition at a central plant and storing the set-delayed cement composition on a mobile cementing unit, the set-delayed cement composition being transported to a roadway with the roadway defect on the mobile cementing unit.
 15. A method of cementing with a set-delayed cement composition comprising: preparing a set-delayed cement composition comprising water, pumice, hydrated lime, and a set retarder; storing the set-delayed cement composition in a pumpable fluid state for at least about 1 day; activating the set-delayed cement composition with at least one cement set activator to produce an activate cement composition, the activator being selected from the group consisting of a Group IA hydroxide, a Group IIA hydroxide, a polyphosphate, potassium sulfate, sodium sulfate, and combinations thereof, wherein the activator is provided in an amount such that the activated cement composition sets to form a hardened mass its a time range of about 30 seconds to about 2 hours; and placing the set-delayed cement composition onto or into a surface, wherein the placing comprises at least one step selected from the group consisting of: 1) placing the set-delayed cement composition into the surface to be cemented, the surface to be cemented comprising a surface of a water well; 2) placing the set-delayed cement composition into the surface to be cemented, the surface comprising a waste material; 3) pumping the set-delayed cement composition from a storage unit comprising the set-delayed cement composition to the surface being about 100 feet or more away from the storage unit, the surface being selected from the group consisting of a patio, a sidewalk, a drive way, a wall, a floor, a basement, a foundation, a roadway, and any combination thereof; and 4) adding the set-delayed cement composition with a soil to form a soil cement.
 16. The method of claim 15, wherein the set-delayed cement composition is pumped from the storage unit over an obstacle to the surface being about 100 feet or more away from the storage unit, the set-delayed cement composition being activated by mixing with a cement set activator in a nozzle of a conduit through which the set-delayed cement composition has been pumped.
 17. The method of claim 15, wherein the set-delayed cement composition is poured or sprayed over the waste material, a cement set activator being added to the set-delayed cement composition once the set-delayed cement composition has been applied to the waste material. 